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First Time Use of LRB for Seismic Isolation of a Major Bridge in India - A case study

 First Time Use of LRB for Seismic Isolation of a Major Bridge in India - A case study
Autor(en): ,
Beitrag für IABSE Congress: Engineering for Sustainable Development, New Delhi, India, 20-22 September 2023, veröffentlicht in , S. 727-734
DOI: 10.2749/newdelhi.2023.0727
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This paper presents first time application of Lead Rubber Bearings (LRB) in one of the Bridges in India, presently under construction and located in high seismic zone (Zone IV). LRB is adopted as a...
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Bibliografische Angaben

Autor(en): (B&S Engineering Consultants Pvt. Ltd., India)
(B&S Engineering Consultants Pvt. Ltd., India)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Engineering for Sustainable Development, New Delhi, India, 20-22 September 2023
Veröffentlicht in:
Seite(n): 727-734 Anzahl der Seiten (im PDF): 8
Seite(n): 727-734
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/newdelhi.2023.0727
Abstrakt:

This paper presents first time application of Lead Rubber Bearings (LRB) in one of the Bridges in India, presently under construction and located in high seismic zone (Zone IV). LRB is adopted as a Seismic Isolation device for reduction of seismic demand. LRBs have found wide application worldwide because of their simplicity and combined Isolation-energy dissipation function in a single unit. Its components include a lead core and a laminated rubber bearing. In addition to withstanding a strong horizontal and vertical load, the lead core also has the ability to absorb energy through plastic deformation via hysteretic damping. LRB enhances flexibility of the structure and thereby the natural time period of structure defers with the natural time period of ground motion. LRB being the most viable option in high seismic zone, it was decided to use it in one of the projects, namely the viaduct approach spans of the 4-lane bridge over river Ganga at Patna, Bihar (Parallel to the Existing Mahatma Gandhi Setu). The project is being executed on EPC contract Mode.

Stichwörter:
Seismische Isolierung Energiedissipation Steifigkeit Systemanalyse